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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹0.11 (<0.01%)Admitted-Finance WARD NO 2 BARPETA ROAD P O P S BARPETA ROAD DIST BARPETA PIN 781315 ASSAM | BARPETA | ASSAM | 781315 | ₹1.0 Cr+₹0.11 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹1.0 Cr+₹0.11 (<0.01%)Admitted-Finance | ₹1.0 Cr+₹0.11 (<0.01%) | L2 | Admitted-Finance |
| 4 | L3₹1.1 Cr+₹11.4 L (11.1%)Admitted-Finance | ₹1.1 Cr+₹11.4 L (11.1%) | L3 | Admitted-Finance |
| 5 | L4₹1.2 Cr+₹13.7 L (13.3%)Admitted-Finance | ₹1.2 Cr+₹13.7 L (13.3%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Pioneer enterprise L1 | Jintu Das L2 | MS MAHABAHU ASSOCIATE n ENGINEERS L2 | ANIL DAS L3 | DULAL KALITA L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1,024.24 | Cum | - | - | - | - | - |
| 2.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 726.56 | Cum | - | - | - | - | - |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Grading-III | 435.94 | Cum | - | - | - | - | - |
| 4.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Including Edge block/ Edge restraints | 5,812.5 | Sqm | - | - | - | - | - |
| 5.00 | Extra for providing and laying Coloured interlocking concrete block
pavement as per technical specification clause 1504 complete including
carriage. | 417 | Sqm | - | - | - | - | - |
| 6.00 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year | 100 | Each | - | - | - | - | - |
| 7.00 | Direction and place identification sign upto 0.9sqm size board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 2.7 | Sqm | - | - | - | - | - |
| 8.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm x 600mm square | 8 | Each | - | - | - | - | - |
| 9.00 | 600mm x 450mm rectangular | 8 | Each | - | - | - | - | - |
| 10.00 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
Painting over the edge restraints on both side | 465 | Sqm | - | - | - | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Kam/AD19-20/03 Construction of Approach Road to Khatiamari Satra under Assam Darsan for the year 2019-20
2020_PWD_16002_224
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Kamrup Rural
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,400
Empowered Officer, ASRB
₹2.3 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
27 Feb 2020
27 Jan 2020
6 Feb 2020
27 Jan 2020
5 Feb 2020
27 Jan 2020
27 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Grading-III
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.Including Edge block/ Edge restraints
Extra for providing and laying Coloured interlocking concrete block pavement as per technical specification clause 1504 complete including carriage.
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year
Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm x 600mm square
600mm x 450mm rectangular
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 Painting over the edge restraints on both side
Brick Masonary Slab Culvert- Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil: A. Manual Means: With dewatering: i) Depth up to 3 m
Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone agg. 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Brick masonry work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109. (A) Brick ,Masonry in 1:4 cement mortar
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (P)'With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C.'(I)RCC Grade M20 Case-I Using concrete mixer
Drainage Spouts complete as per drawing and technical specifications clause 1209
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specification
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
Maintenance for 1st year
Maintenance for 2nd year
Maintenance for 3rd year
Jintu Das
MS MAHABAHU ASSOCIATE n ENGINEERS
ANIL DAS
DULAL KALITA
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